PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Flow descriptors for parametric hydrographs accounting for afforestation of the catchment

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Parametric flow hydrographs are used for design and management purposes in such fields as water management and aquatic engineering. They describe a theoretical hydrograph based on such parameters as maximum flow, time to peak, and surge duration. They are used to forecast flood risk and to evaluate the impact of land use on the run-off hydrograph. In Western Europe for many years methods have been used in which parametric hydrographs are determined based on physical catchment descriptors (PCDs), which are divided into three groups describing the physical features of a catchment. These descriptors are used to derive formulae enabling the determination of parametric flow hydrographs for any computational crosssection. In this work, such formulae are derived for the catchment of the Raba River, using the principles of design hydrology applied in Western European countries. The parametric hydrograph is described using Baptista’s gamma density function. The input hydrograph was a nonparametric flow hydrograph determined by Archer’s method. For nine gauging stations located in the Raba catchment, physical catchment descriptors were obtained for two 30-year periods: 1961-1990 and 1983-2012. Based on the nonparametric flow hydrograph and the PCDs, two groups of formulae were derived to describe the parametric hydrograph. Analysis of agreement between the computed parametric flow hydrographs and the input hydrograph indicated a high quality of fit. It should be noted that the formulae and analysis presented here refer only to the Raba catchment. However, the results confirm the possibility of applying these methods to the determination of parametric flow hydrographs for any river cross-section.
Twórcy
autor
  • Cracow University of Technology, Faculty of Environmental Engineering, Warszawska 24, 31-155 Kraków, Poland
  • Cracow University of Technology, Faculty of Environmental Engineering, Warszawska 24, 31-155 Kraków, Poland
  • Cracow University of Technology, Faculty of Environmental Engineering, Warszawska 24, 31-155 Kraków, Poland
  • Institute of Meteorology and Water Management - National Research Institute; Podleśna 61, 01-673 Warszawa, Poland
Bibliografia
  • Archer D., Foster M., Faulkner D., Mawdsley H., 2000, The synthesis of design flood hydrographs, [in:] Proceedings Flooding - Risks and Reactions, Conference by CIWEM and ICE, London, 45-57.
  • Baptista M., 1990, Contribution à l’étude de la propagation de crues en hydrologie. Hydrologie. Ecole Nationale des Ponts et Chaussees, available at https://pastel.archives-ouvertes.fr/pastel-00568722/document (data acces 06.08.2019).
  • Baptista M., Michel C., 1990, Influence des caracteristiques hydrauliques des bies sur la propagation des pointes de crue, La Houille Blanche, 2, 141-148.
  • Bayliss A. C., 1999, Flood estimation book. Volume 5: Catchment descriptors, Institute of Hydrology, Wallingford, 130 pp.
  • Chai T., Draxler R.R., 2014, Root mean square error (RMSE) or mean absolute error (MAE)? Arguments against avoiding RMSE in the literature, Geoscientific Model Development, 7 (3), 1247-1250, DOI: 10.5194/gmd-7-1247-2014.
  • Ciepielowski A., 1987, Statistical methods of determining typical winter and summer hydrographs for ungauged watersheds, [in:] Flood hydrology, V.P. Singh (ed.), Springer, Dordrecht, 117-124, DOI: 10.1007/978-94-009-3957-8_10.
  • Ciepielowski A., 2001, Relationships between selected elements of the flood hydrographs in rivers, Journal of Water and Land Development, 5, 89-105.
  • Driessen P.M., Konijn N.T., 1992, Land-use systems analysis, Wageningen Agricultural University, Department of Soil Science & Geology, Malang: INRES, 210 pp.
  • Gądek W., Środula A., 2014, The evaluation of the design flood hydrographs determined with the hydroproject method in the gauged catchments, Infrastruktura i Ekologia Terenów Wiejskich, 4, 1355-1366.
  • Gądek W., Tokarczyk T., 2015, Determining hypothetical floods in the Odra basin by means of the Cracow method and the volume formula, Infrastruktura i Ekologia Terenów Wiejskich, 4 (4), 1507-1519, DOI: 10.14597/infraeco.2015.4.4.109.
  • Gądek W., Tokarczyk T., Środula A., 2016, Estimation of parametric flood hydrograph determined by means of Strupczewski method in the Vistula and Odra catchments, Journal of Water and Land Development, 31, 43-51, DOI: 10.1515/jwld-2016-0035.
  • Gądek W., Baziak B., Tokarczyk T., 2017a, Nonparametric design hydrograph in the gauged cross sections of the Vistula and Odra basin, Meteorology Hydrology and Water Management, 5 (1), 53-61, DOI: 10.26491/mhwm/67911.
  • Gądek W., Baziak B., Tokarczyk T., 2017b, Strupczewski method for parametric design hydrographs in ungauged cross-sections, Archives of Hydro-Engineering and Environmental Mechanics, 64 (1), 49-67, DOI: 10.1515/heem-2017-0004.
  • Hayashi T., Nagamine Y., Nishida A., 1986, A vibration model to describe the lactation curve of a dairy cow, Japanese Journal of Zootechnical Science, 57 (6), 471-478, DOI: 10.2508/chikusan.57.471.
  • IMGW, 1980a, Podział hydrograficzny Polski. Część I: Zestawienia liczbowe, H. Czarnecka (ed.), IMGW, Warszwa.
  • IMGW, 1980b, Podział hydrograficzny Polski. Część II: Mapy, H. Czarnecka (ed.), IMGW, Warszawa.
  • IMGW, 1988a, Atlas hydrologiczny Polski. Tom I: Mapy, J. Stachy (ed.), IMGW, Warszawa.
  • IMGW, 1988b, Atlas hydrologiczny Polski. Tom II: Metoda opracowania, zestawienia liczbowe, J. Stachy (ed.), IMGW, Warszawa.
  • Mills P., 2009, Flood Studies Update: Work-Package 5.3, Preparation of physical catchment descriptors, Report to OPW, available at https://opw.hydronet.com/data/files/Work%20Package%205_3%20-%20Final%20 Report(1).pdf (data access 06.08.2019).
  • Mills P., Nicholson O., Reed D., 2014, Flood Studies Update: Technical Research Report. Volume IV: Physical catchment descriptors, available at https://opw.hydronet.com/data/files/Technical%20Research%20Report%20-%20Volume%20IV%20-%20Physical%20Catchment%20Descriptors.pdf (data access 06.08.2019).
  • Mioduszewski W., 2012, Small water reservoirs – their function and construction, Journal of Water and Land Development, 17, 45-52, DOI: 10.2478/v10025-012-0006-z.
  • Mioduszewski W., 2014, Small (natural) water retention in rural areas, Journal of Water and Land Development, 20, 19-29, DOI: 10.2478/jwld-2014-0005.
  • Nash J.E., 1957, The form of the instantaneous unit hydrograph, [in:] General Assembly of Toronto, Vol. III, IASH Publications No 45, 114-121.
  • O’Connor K., Goswami M., 2009, Flood Studies Update: Work-Package WP-3.1 “Hydrograph width analysis”. Final Report, available at https://opw.hydronet.com/data/files/WP3_1%20Hydrograph%20Width%20Analysis%20 -%20Final%20Report.pdf (data access 06.08.2019).
  • O’Connor K., Goswami M., Faulkner D., 2014, Flood Studies Update: Technical Research Report. Volume III: Hydrograph analysis, available at https://opw.hydronet.com/data/files/Technical%20Research%20Report%20-%20Volume%20III%20-%20Hydrograph%20Analysis(1).pdf (data access 06.08.2019).
  • Reed D.W., 2007, Flood Studies Update: Work-Package 5.4. PROPWET for Ireland: a dimensionless index of typical catchment wetness, available at https://opw.hydronet.com/data/files/Microsoft%20Word%20-%20Work%20Package%205_4%20-%20Final%20Report_1_pdf (data access 06.08.2019).
  • Reitz W., Kreps H., 1945, Näherungsverfahren zur Berechnung des erforderlichen Stauraumes für Zwecke des Hochwasserschutzes Deutsche, Wasserwirtschaft.
  • Strupczewski W., 1964, Równanie fali powodziowej, Wiadomości Służby Hydrologicznej i Meteorologicznej, 2 (57), 35-58.
  • Strupczewski W., Bogdanowicz E., Kochanek K., 2013, Discussion of “Synthetic design hydrographs based on distribution functions with finite support” by Francesco Serinaldi and Salvatore Grimaldi, Journal of Hydrologic Engineering, 18 (1), 121-126, DOI: 10.1061/(ASCE)HE.1943-5584.0000538.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e6de7773-da10-4772-a8ad-d38f1f756136
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.